Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212618 DEA: 044G0564 EFIS: 0417000154
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-M2.4/M12.4
Work Description: ROADWAY REHAB, BRIDGE REPLACEMENT, RET. WALLS, TOLL SYSTEMS
Location Description: FREMONT AND AT SUNOL FROM MISSION BOULEVARD SEPARATION TO KOOPMAN ROAD UNDERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Yannaing Tun Structure Rep.: Jordan Jarosz
DIME Sample ID: 2020-08-07-19
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/07/2020
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 1/2" WRHMA-O-SP
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hanson Sunol Plant
DIME Test ID: 2020-08-07-19-1
Test Method: CTM 308-August 2010: Method of Test for Determining Bulk Specific Gravity and Density of Compacted Hot Mix Asphalt (Method B)
Verified Date: 08/18/2020
Date Tested: 08/12/2020
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Aggregate Size
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1/2-inch
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Height of Briquette
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1.06 in.
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Bulk Specific Gravity
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1.832
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Density
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114.0 lb/ft^3
|
DIME Test ID: 2020-08-07-19-2
Test Method: CTM 368-November 2010: Method of Test for Optimum Bitumen Content (OBC) for Open Graded Asphalt Concrete
Verified Date: 08/18/2020
Date Tested: 08/12/2020
Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Organization Address: 111 Grand Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94623
Organization Email: mohammad.dehghan@dot.ca.gov
Organization Phone: (510) 286-4717
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What type of OBC Mix is this?
|
ARB for RHMA-O
|
Draindown at ABR sample 1
|
3.7 g
|
Draindown at ABR sample 2
|
3.2 g
|
Draindown at ABR sample 3
|
4 g
|
Average Draindown at ABR
|
3.6 g
|
Draindown at ABR -0.7% sample 1
|
2 g
|
Draindown at ABR -0.7% sample 2
|
1.7 g
|
Draindown at ABR -0.7% sample 3
|
2 g
|
Average Draindown at ABR -0.7%
|
1.9 g
|
Draindown at ABR +0.7% sample1
|
4.6 g
|
Draindown at ABR +0.7% sample2
|
4.9 g
|
Draindown at ABR +0.7% sample3
|
4.9 g
|
Average Draindown at ABR +0.7%
|
4.8 g
|
OBC=OBC1
|
5.7 %
|
For RHMA-0
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7.98 %
|